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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹71.3 LAccepted-AOC | ₹71.3 L | 1 | Accepted-AOC lowest bidder |
| 2 | 2₹72.8 LRejected-Finance | ₹72.8 L | 2 | Rejected-Finance higher bid |
| 3 | 3₹77.3 LRejected-Finance | ₹77.3 L | 3 | Rejected-Finance higher bid |
| 4 | 4₹78.2 LRejected-Finance | ₹78.2 L | 4 | Rejected-Finance higher bid |
| 5 | 5₹85.2 LRejected-Finance TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹85.2 L | 5 | Rejected-Finance higher bid |
| Sl No | Description | Qty | Unit | G. S. Matiyani And Sons L5 | Kunwar Construction L3 | M/S Narayan Singh Bisht and Sons L2 | Bharat Bhushan Singh L4 | M/S GHANSHYAM TEWARI L6 | Dinesh Chandra Patni L7 | MS RAJENDRA SINGH CHUPHAL L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift & disposal of surplus material as directedof E- in - C | 1,507.5 | Cum | 369 ₹5.6 L | 421 ₹6.3 L | 200 ₹3.0 L | 200 ₹3.0 L | 405 ₹6.1 L | 413.71 ₹6.2 L | 130 ₹2.0 L |
| 2.00 | Dewatering from foundation of abutments and wing walls including wages of hours operator and fuel including supply of all material, labour and T&P etc. required forproper completion of the work | 630 | Hour | 216 ₹1.4 L | 220 ₹1.4 L | 300 ₹1.9 L | 300 ₹1.9 L | 239 ₹1.5 L | 243.37 ₹1.5 L | 60 ₹37,800 |
| 3.00 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand bags and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. | 700 | No | 14.4 ₹10,080 | 28 ₹19,600 | 10 ₹7,000 | 10 ₹7,000 | 16 ₹11,200 | 16.3 ₹11,410 | 3 ₹2,100 |
| 4.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) | 300 | Cum | 6,426 ₹19.3 L | 7,200 ₹21.6 L | 5,000 ₹15 L | 6,000 ₹18 L | 7,096 ₹21.3 L | 7,245.2 ₹21.7 L | 5,800 ₹17.4 L |
| 5.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204 Nominal mix 1:3:6 | 14 | Cum | 5,742 ₹80,388 | 6,500 ₹91,000 | 6,200 ₹86,800 | 5,500 ₹77,000 | 6,350 ₹88,900 | 6,481.73 ₹90,744.22 | 3,800 ₹53,200 |
| 6.00 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications | 60 | Rmt | 126 ₹7,560 | 136 ₹8,160 | 130 ₹7,800 | 130 ₹7,800 | 141 ₹8,460 | 143.1 ₹8,586 | 50 ₹3,000 |
| 7.00 | Random rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) | 880 | Cum | 3,681 ₹32.4 L | 4,112 ₹36.2 L | 3,200 ₹28.2 L | 3,300 ₹29.0 L | 4,067 ₹35.8 L | 4,151.58 ₹36.5 L | 3,380 ₹29.7 L |
| 8.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm,mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 266 | Cum | 7,910 ₹21.0 L | 1,950 ₹5.2 L | 7,800 ₹20.7 L | 8,500 ₹22.6 L | 8,739 ₹23.2 L | 8,922.78 ₹23.7 L | 7,750 ₹20.6 L |
| 9.00 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 450 | Cum | 918 ₹4.1 L | 1,100 ₹5.0 L | 550 ₹2.5 L | 500 ₹2.3 L | 1,020 ₹4.6 L | 1,039.84 ₹4.7 L | 120 ₹54,000 |
| 10.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709,1204.3.7 | 230 | Rmt | 207 ₹47,610 | 219 ₹50,370 | 200 ₹46,000 | 200 ₹46,000 | 226 ₹51,980 | 230.18 ₹52,941.40 | 30 ₹6,900 |
Tender Value
Refer Docs
EMD Value
₹2 L
Closing Date
27 Feb 2024, 11:00 amClosed
Executive Engineer ID Pithoragarh
Executive Engineer Irrigation Division Pithoragarh
Flood Protection Scheme of Hanshewar math Temple and Agriculture land at Right bank of Kali river in Kanalichina Block of District Pithoragarh
2024_IRDCE_69013_1
22/EE/2023-24 dated 05/02/2024
Open Tender
Civil Works
180 days
Kanalichina
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE ID Pithoragrh
₹2 L
Yes
Pithoragarh
12 Feb 2026
7 Feb 2024
27 Feb 2024
7 Feb 2024
27 Feb 2024
8 Feb 2024
12 Feb 2024
Amount
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift & disposal of surplus material as directedof E- in - C
Dewatering from foundation of abutments and wing walls including wages of hours operator and fuel including supply of all material, labour and T&P etc. required forproper completion of the work
Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand bags and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204 Nominal mix 1:3:6
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Random rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm,mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709,1204.3.7
M/S Narayan Singh Bisht and Sons
Kunwar Construction
Bharat Bhushan Singh
G. S. Matiyani And Sons
M/S GHANSHYAM TEWARI
Dinesh Chandra Patni
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